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'昆山市中医医院中医特色门诊病房大楼第一章编制依据序号名称编号2《昆山市中医医院特色门诊病房大楼工程施工组织设计》3《混凝土结构施工质量验收规范》GB502004-20024《钢筋机械连接通用技术规程》JGJ107-20035《建筑物抗震构造图集》（多层和高层钢筋混凝土房屋）11G329-16《建筑物抗震构造详图》（多层砌体房屋和底部框架砌体房屋）11G329-27《混凝土结构施工图平面整体表示方法制图规则和结构详图》04G101-18《建筑物抗震构造详图》03G329-1第二章工程概况22
昆山市中医医院中医特色门诊病房大楼序号项目内容1建筑面积38577m²2层数地下一层地上主楼16层，裙房4层3结构形式基础底板形式承台、梁板式筏型基础结构形式框架4结构断面基础底板厚度700mm，集水井、电梯井部位厚度为2500-5400mm外墙厚度400mm（600mm）剪力墙厚度300mm、400mm、600mm梁断面700×2800mm、600×800mm、600×1000mm、400×2800mm、500×1000mm、500×1616mm、900×1500mm、300×3450mm、300×2550mm、300×1450mm、300×3150mm、400×800mm、400×2550mm、400×1800mm、400×1950mm、600×1950mm、300×2800mm、300×2200mm、300×1450mm、300×1700mm楼板厚度120mm、180mm、200mm、300mm、400mm5混凝土强度等级主楼部位：框架柱、剪力墙C60、6-16层C55-C30裙房室外地坪以下：框架柱C40地下室外墙：C40主楼框架柱同外墙、水池相连时改为C406抗震等级裙房部位框架结构二级；主楼及其附属部位框架-抗震墙结构，框架、抗震墙一级7钢筋接头形式梁、柱与基础中的主筋，当主筋直径大于等于22时采用机械套管连接，小于22时采用绑扎搭接22
昆山市中医医院中医特色门诊病房大楼工程第三章施工准备3.1、技术准备：（一）一般准备：1、施工图纸齐全；2、进行设计图纸交底和各专业间的图纸会审，绘制好土建、电气、水暖综合预留、预埋图。3、技术人员熟悉图纸，作好相关专业的协调配合工作，根据专业综合图，确定施工方法，作好书面、现场技术交底；4、基础施工时，对降水进行监测，保证符合规范要求；5、弹好墙身、洞口位置线，并将预留钢筋处的松散混凝土剔凿干净。6、特殊工种培训合格，持证上岗率达到100%；7、测量人员作好现场抄平放线：●墙、柱施工：边线，墙边50mm控制线，中线，门窗洞口控制线，50cm水平控制线，楼层1m建筑标高控制线；●梁、板施工：50cm水平控制线，梁中线、边线。8、施工作业面清理干净；基础底板钢筋绑扎前底板防水层及保护层做完。（二）具体施工部位施工准备工作：1、基础底板钢筋绑扎：（1）测量放线●根据图纸设计，测量人员在防水保护层上放出基础地梁、后浇带、墙柱边线，门窗洞口线，并用红色油漆标识；●项目验线员进行100％验线，技术主管进行复查合格，并办理好预检手续；（2）基层处理：基层清理干净；（3）搭好钢管脚手架。2、柱子钢筋绑扎：（1）测量放线：测量人员根据设计图纸的柱子位置、大小，放出柱子轴线边线、柱边50cm控制线、根部浮浆剔凿控制线、楼层50cm水平控制线。验线合格，办理好预检手续；（2）施工缝处理：根据浮浆剔凿控制线，用云石机切5mm深剔凿缝，再用扁錾子剔凿掉薄弱层浮浆，露出石子，并清理干净。（3）根据柱子边线和柱子钢筋保护层厚度，检验插筋的位置，有偏差的按照1：6进行矫正或按规范要求做其它处理到位，检验合格。（4）主筋、箍筋的规格、型号与图纸相符。3、剪力墙钢筋绑扎：（1）测量放线：测量人员放出墙体轴线、边线、墙边50cm控制线、门窗洞口线、根部薄弱层剔凿线、楼层50cm水平控制线，检验合格，并办理好预检手续；（2）根部按柱子施工缝处理方法处理到位；（3）插筋修正到位；（4）钢筋的规格、型号检验与图纸设计相符，箍筋梯子筋预检合格。30
昆山市中医医院中医特色门诊病房大楼工程4、框架梁钢筋绑扎：（1）梁的中线、边线放到两侧的柱子（墙）上，并检验合格；（2）柱头砼浮浆剔凿完毕，清理干净，检验合格，（做法同墙、柱根部处理）。（3）梁底模支完，预检合格；5、板钢筋绑扎：（1）测量放线：顶板500mm水平控制线、梁边线、中线、预留洞口边线放完，并作好楼层放线记录；（2）顶板、梁模板支完，检验合格，预检合格；（3）墙、柱施工缝处理完毕（方法同墙柱根部处理），检验合格、办理完预检手续；（4）模板上的杂物等清理干净；（5）马凳预检合格。6、楼梯间钢筋绑扎：（1）楼梯休息平台、梯段板、梯段梁底模支完，检验合格，并办理完预检手续；（2）测量放线：休息平台、楼梯段500mm水平控制线放好，验线合格，并办理完预检手续；（3）施工缝处理：休息平台墙上受力筋位置预埋聚苯板和梯段梁头预埋木盒子弹线剔出，清理干净。预检合格。第四章生产准备4.1、工器具准备：机具名称数量机具名称数量机具名称数量切断机6弯曲机4调直机1砂轮切割机4直螺纹套丝机6钢卷尺50钢筋钩子200撬棍20扳子9钢丝刷子50手推车124.2、材料准备：4.2.1钢筋：4.2.1.1钢筋进场时，按照现行国家标准《钢筋混凝土用热扎带肋钢筋》GB1499等的规定抽取试件作力学性能检验，其质量必须符合有关标准的规定。钢筋的产品合格证、出厂检验报告和进场复验报告齐全，挂牌标识规范，标明生产厂家、钢号、炉批号、钢筋规格、直径等。4.2.1.2钢筋进场外观检验合格，钢筋平直、无损伤，表面无裂纹、颗粒状或片状老锈等缺陷，现场分批抽样复试合格（试验方法及详细要求见“主体工程试验方案”）。4.2.1.3钢筋备料计划绑扎钢筋采用镀锌扎丝;长度取30-40cm。30
昆山市中医医院中医特色门诊病房大楼工程4.3、施工现场准备：（1）钢筋加工后台设专人进行成品钢筋的整理、核对、发放，严禁其他人员随意在后台运料。（2）按施工现场总平面布置，将钢筋原材、成品堆放场地进行清理、平整。钢筋下面铺设槽钢、分类堆放。钢筋原材注明钢筋的规格型号、产地、数量、检验情况。成品钢筋挂标识料牌,料牌大小100mm×100mm.注明钢筋的规格型号、尺寸、数量、使用部位。第五章主要施工方法5.1、一般规定：1、墙体配筋双向双排钢筋网片，采用绑扎钢筋。地下室的内墙水平筋在外，竖向筋在内；外墙水平筋在内，竖向筋在外。地上部分的内墙外墙，水平筋在外，竖向筋在内。墙体配筋应保证位置、根数准确无误，两片钢筋网之间用拉筋连接，拉筋交错放置，拉筋应钩住墙体横筋及竖向筋。2、钢筋锚固及搭接长度满足规范及图纸要求；钢筋接头位置错开，同一截面接头不多于50％。3、除图中未注明外楼板下部钢筋伸入支座15d且伸至支座中心线。通长板上部钢筋在跨中搭接35d。4、图中未注明上部钢筋架立筋和下部钢筋分布筋均为φ8@200.(含楼梯)5、楼板上洞边加筋未注明的,其长度均为伸过洞边40d.6、次梁纵向钢筋应置于主梁纵向钢筋之上.7、与梁,板交接部位(梁柱节点核心区)的箍筋,应与下柱柱端箍筋相同.8、与梁与柱边平时,梁的外侧钢筋保护层增大以使其置于柱钢筋内侧.钢筋的锚固长度见下表(mm)受拉钢筋的最小锚固长度la钢筋种类C20C30≥C40d≤25d＞25d≤25d＞25d≤25d＞25HPB235普通钢筋31d31d24d24d20d20dHRB335普通钢筋39d42d30d33d25d27dHRB400普通钢筋46d51d36d39d30d33d注：1、当弯锚时，有些部位的锚固长度≥0.4la+15d,见各类购件的标准构造详图2、当钢筋在混凝土施工过程中易受扰动时，其锚固长度应乘以修正系数1.13、在任何情况下，锚固长度不得小于250mm。4、HPB235钢筋为受拉时，其末端应做成180弯钩。弯钩平直长度不应小于3d.当受拉时，可不做弯钩。30
昆山市中医医院中医特色门诊病房大楼工程纵向受拉钢筋抗震锚固长度见下表(mm)受拉钢筋的最小锚固长度lae混凝土强度等级与抗震等级钢筋种类与直径C20C30≥C40二级三级二级三级二级三级HPB235普通钢筋36d33d27d25d23d21dHRB335普通钢筋d≤2544d41d34d31d29d26dd＞2549d45d38d34d32d29dHRB400RRB400普通钢筋d≤2553d49d41d37d34d31dd＞2558d53d45d41d38d34d注：1、当弯锚时，有些部位的锚固长度≥0.4la+15d,见各类购件的标准构造详图2、当钢筋在混凝土施工过程中易受扰动时，其锚固长度应乘以修正系数1.13、在任何情况下，锚固长度不得小于250mm。4、当HRB335、HRB400和RRB400级纵向受拉钢筋末端采用机械锚固措施时，包括附加端头在内的锚固长度可取上表和本表中锚固长度的0.7倍.纵向受拉钢筋的搭接长度（mm）保护层要求：（1）柱、墙、梁均采用塑料垫块、细石砼和砂浆垫块，符合保护层厚度；（2）垫块间距600×600mm，呈梅花型布置；（3）梁、柱钢筋垫块设置在主筋上，墙筋垫块设置在墙水平筋上；1、钢筋上严禁点焊；10、绑扎丝长短基本一致，丝头朝里，“八字扣”绑扎；搭接范围内绑扎不少于3扣；受力钢筋的砼保护层厚度构件基础梁板地下室外墙柱梁现浇板梁箍筋及墙分布筋的保护层最小厚度内侧外侧迎水面保护层厚度40155030251515备注受力钢筋的保护层厚度除符合上表的规定外，且不小于受力钢筋的直径；水池外墙钢筋内外（1轴线）均为50mm30
昆山市中医医院中医特色门诊病房大楼工程5.2、钢筋的接头：（1）柱（包括剪力墙暗柱）纵向钢筋直径≥22接头采用机械连接；柱（包括剪力墙暗柱）纵向钢筋直径≦20接头采用电渣压力焊连接。接头位置如下图所示：30
昆山市中医医院中医特色门诊病房大楼工程（2）框架梁纵向钢筋直径大于等于22mm采用直螺纹套筒连接。钢筋接头位置错开，相临接头间距≥35d，且不小于500mm。同一截面接头小于等于50％。框架梁上部钢筋接头应在跨中L。/3范围内，下部钢筋接头应在支座范围内（L。为该跨梁净跨）。框架梁纵向钢筋直径小于18mm采用绑扎搭结连接。钢筋接头位置错开，钢筋绑扎搭结接头连接区段的长度为1.3Ll（Ll为搭结长度），凡搭接接头中点位于该连接区段长度内的搭接接头均属于同一连接区段，如下图。同一连接区段内，纵向钢筋搭接接头面积百分率为该区段内有搭接接头的纵向受力钢筋截面面积与全部纵向受力钢筋截面面积的比值（如下图）。框架梁上部钢筋接头应在跨中L。/3范围内，下部钢筋接头应在支座范围内（L。为该跨梁净跨）。●对梁类、板类及墙类构件，不宜大于25%；●对柱类构件，不宜大于50%；●30
昆山市中医医院中医特色门诊病房大楼工程当工程中确有必要增大接头面积百分率时，对粱类构件，不应大于50%；对其他构件，可根据实际情况放宽。●纵向受力钢筋绑扎搭接接头的最小搭接长度应符合规范的规定。（3）基础连梁纵向钢筋接头采用机械连接，钢筋接头位置错开：上部钢筋在支座中心线左右各800mm范围内；下部钢筋在跨中2000mm范围内。相临接头间距≥40d，且不小于500mm。（1）基础底板：下部钢筋在跨中。采用机械连接或焊接接头时，接头错开50%，错开距离不小于35d且不小于500mm；采用搭接接头时，搭接长度40d，接头错开50%，接头中心距离不小于35d且不小于500mm，下部钢筋进支座后弯拐15d,上部钢筋在锚入支座40d，且伸至中心线。（2）剪力墙竖向、水平向分布筋可采用搭接接头，分布筋应每隔一根错开500mm搭接。（3）地下室外墙钢筋连接，外侧钢筋在中部1/3处连接，内侧钢筋在两端1/4范围连接。（4）在每批钢筋正式机械连接，必须进行现场条件下钢筋连接性能试验，合格后方可按选定的参数进行正式连接。机械连接接头均为Ⅰ级。5.3钢筋加工：（1）设专职放样员进行钢筋放样，保证钢筋的接头位置、搭接长度等符合施工图纸和规范（GB50204-2002）和图集（11G101-1）要求；（2）钢筋放样由项目技术主管签字后，方可进行下料；（3）箍筋、马凳、梯子筋等先做样板，验收合格后方可大面积下料；（4）钢筋下料采用集中下料的方式，统筹安排、长短搭配，提高钢筋的利用率；（5）所有钢筋检验合格后运至堆放场地，按现场综合布置要求堆放。（6）钢筋调直：每种钢筋调直前，先做样板，确定调直模和传送压辊及其压紧程度，保证钢筋平直、无曲折现象。（7）钢筋切断：在工作台上标出尺寸刻度并设置控制切断尺寸用的挡板。以减少误差，安装刀片时，螺丝要紧固，刀口要密合（间隙不大于0.5mm），固定刀片与冲切片的距离：对直径大于20mm钢筋宜重叠1—2mm，对直径小于20mm的钢筋宜留约5mm左右。保证钢筋的断料精度。（每种钢筋切断前，先预做样板，确定实际调整参数）（8）钢筋弯钩●钢筋弯钩规定：I级钢筋末端做180度弯钩，平直部分长度6.25d；箍筋135度弯钩，平直段长度10d；30
昆山市中医医院中医特色门诊病房大楼工程（9）梯子筋加工竖向梯子筋：●采用比墙筋大一个规格的钢筋制作，以代替竖筋；●顶模撑端头打磨圆滑，端头刷防锈漆，尺寸＝墙厚－2mm；每个梯子筋上中下各设一道顶模撑；●顶模撑自立筋至端头长度＝保护层＋水平筋直径－1mm。水平梯子筋：采用短料钢筋制作，一般要求同竖向梯子筋。（10）马凳加工：马凳高度＝板厚－保护层×2－上下层钢筋直径。（11）箍筋加工：弯钩必须平行，弯钩角度为135°；平直段长度≥10d。5.4钢筋连接：根据设计要求，直径≥22mm的钢筋采用直螺纹套筒连接，直径＜20mm的钢筋采用电渣压力焊连接。（一）工艺流程钢筋下料→钢筋套丝→加工丝头的检验→钢筋连接（二）施工工艺：1、钢筋下料：采用钢筋切割机下料。端头平齐，不得有弯曲、马蹄形等缺陷。2、钢筋套丝：●采用钢筋螺纹套丝机套丝。每台套丝机每班可加工400-600个丝头。3、连接套可分为二种形式：●标准型:用于一般连接钢筋的部位。●活连接型：用于不能转动钢筋的连接部位。4、丝头质量检验：●丝头检验项目、量具、检验方法、质量标准见下表：序号检验项目量具名称检验要求1螺纹圈数目测牙形饱满、完整丝扣圈数满足要求2丝头长度卡尺或专用量具丝头长度满足设计要求3螺纹尺寸通端螺纹环规能顺利旋入套筒并留0-3P（P为螺距）止端螺纹环规允许环规与端部螺纹部分旋合，旋入量不超过3P（P为螺距）连接套筒质量检验项目检验要求序号检验项目量具名称检验要求1外观质量目测表面无裂纹2外形尺寸卡尺或专用量具长度及外径满足尺寸公差要求3螺纹尺寸通端螺纹环规能顺利旋入套筒并留0-3P（P为螺距）30
昆山市中医医院中医特色门诊病房大楼工程连接套筒基本参数规格∮22∮25∮28∮32∮40长度（mm）60657590105●检验数量：加工人员每次装刀和调刀时，前5个丝头应逐个检验，稳定后按10%自检；项目质检人员应按5%抽检，并做检验记录。如有一个丝头不合格，即应对该批全数检查，不合格的丝头应重新加工，经再次检验合格方可使用。5、丝头标识、保护：检查合格的丝头，立即将其一端戴上塑料保护帽，另一端拧上同规格的连接套筒并拧紧，存放待用。凡检验不合格的丝头，应立即作出标记，并切除后重新制作。6、钢筋连接（1）连接前的准备：●回收丝头上的塑料保护帽和套筒端头的塑料密封盖；●检查钢筋规格是否和连接套筒一致，检查螺纹丝扣是否完好无损、清洁。如发现杂物或锈蚀要用铁刷清理干净方可进行下道工序。(2)标准型接头的连接：●把装好连接套筒的一端钢筋拧到被连接钢筋上，然后用专用扳手拧紧钢筋，使两根钢筋对顶紧，保证套筒两端外露的丝扣不得超过1个完整丝扣。●连接好的接头画上标记。7、质量检验：（1）现场接头工艺检验：按《钢筋机械连接通用技术规程》（ＪＧＪ１０７－2003）的要求，在正式加工连接之前，，每一种规格的钢筋先做一组（３根）试件，待做静力拉伸试验合格后方可大量加工连接。（2）现场接头抽检：●外观检验：质检员按规定的抽检接头数量进行检查。要求钢筋连接质量１００％合格。钢筋接头的丝扣外露部分不得超过一个完整丝扣。现场取样做抗拉强度试验。每500个接头为一批，不足500个也作为一批，每批抽检3个接头。要求钢筋连接质量１００％合格，否则，必须查明原因重新连接或与有关部门共同研究其它处理方法。●按照“主体工程试验方案”做见证试验。8、质量标准：（1）钢筋的品种和质量必须符合设计要求及及国家现行标准GB1499要求。（2）套筒质量：●套筒表面无裂纹和其他缺陷；●外形尺寸包括套筒内螺纹直径及套筒长度应满足产品设计要求；●套筒两端应加塑料保护帽。（3）丝头质量：30
昆山市中医医院中医特色门诊病房大楼工程●钢筋丝头检验合格后应尽快套上塑料保护帽，并应按规格分类堆放整齐；●加工钢筋丝头时，应采用水溶性切削润滑液，当气温低于0℃时应有防冻措施，不得在不加润滑液的情况下套丝；●雨期或长期堆放的情况下，用塑料布将丝头进行覆盖防锈；●丝头在运输过程中应妥善保护，避免雨淋、沾污、遭受机械损伤。（1）在任一接头中心至长度为钢筋直径35倍的区段范围内，有接头的受力钢筋截面面积占受力钢筋总截面面积的百分率，应符合下列规定：●受拉区的受力钢筋接头百分率不宜超过50％。●在受拉区的钢筋受力较小的部位，接头百分率不受限制。●接头宜避开有抗震设防要求的框架梁端和柱端的箍筋加密区；当无法避开时，接头百分率不宜超过50％。●受压区接头的百分率可不受限制。●当对具有钢筋接头的构件进行试验并取得可靠数据时，接头的应用范围可根据工程情况进行适当调整。5.5、钢筋绑扎及安装：1、本工程施工图是按“平面整体设计方法”（简称平法）绘制的，其制图规则和标准构造详图的依据是《混凝土结构施工图平面整体表示方法制图规则和构造详图》（11G101-1）。当各结构施工图中另有详图表示而与该图集不一致时，以图纸详图为准。2、根据本工程的具体情况，设计中对11G101-1图集有局部更改和补充，除在各图纸说明中注明的更改和补充外，均按11G101-1图集要求施工,绘图方法采用的是镜面反射法（仰视）。3、梁、柱平法补充说明（梁平法使用于除基础地梁外的所有梁）（1）框架梁的端支座为剪力墙时的构造做法同端支座为框架柱时的构造做法。（2）梁的腹板高度hw<450mm时，除在梁原位标注中注明者外，均不需另配置纵向构造钢筋。（3）当梁支座上部纵筋或梁下铁配置两排钢筋时，第二排纵筋宜相对梁中心线对称。（4）梁箍筋采用六肢箍时，箍筋作法如下图一；梁箍筋采用五肢箍时，箍筋作法如下图二。4、钢筋锚固（1）框架柱：（抗震等级二级）a、框架柱纵向受力钢筋应锚固在基础底板内伸至板底且加直钩长度6d且≥150mm。b、框架边柱和角柱柱顶纵向钢筋的锚固作法选用11G101-1图集中“柱顶纵向钢筋构造（一）”，框架中柱柱顶纵向钢筋的锚固作法选用1130
昆山市中医医院中医特色门诊病房大楼工程G101-1图集中“中柱柱顶纵向钢筋构造A”。且均应满足二级抗震等级框架构造要求。（2）剪力墙、附墙柱及暗柱：（抗震等级为二级）a、剪力墙及暗柱内纵向受力钢筋下端锚固在基础底板内，伸至底板加直钩，直钩长度应≥15d，上端锚固在顶板内。b、剪力墙水平筋与洞口两侧暗柱的锚固和剪力墙之间的锚固详见11G101-1图集中“剪力墙身水平钢筋构造”，且应满足相应抗震等级的构造要求。c、剪力墙连梁在支座处的锚固作法详见11G101-1图集中"剪力墙连梁配筋构造，且应满足相应抗震等级的构造要求。d、钢筋混凝土墙横、纵向配筋的搭接、锚固做法当无另行表示时，同剪力墙做法，可按二级抗震墙的构造要求。挡土外墙应按下图要求施工。（3）框架梁(抗震等级二级)a、顶层框架梁纵向钢筋在支座处的锚固作法详见11G101-1图集中“抗震屋面框架梁WKL纵向钢筋构造（一）”，且应满足二级抗震框架梁的构造要求。b、中间层框架梁纵向钢筋在支座处的锚固作法详见11G101-1图集中“抗震楼层框架梁KL纵向钢筋构造"，且应满足二级抗震框架梁的构造要求。（4）非框架梁纵筋在支座处的锚固作法详见11G101-1图集中“L配筋构造”。（5）楼板钢筋与边梁整浇的板上部钢筋伸入边梁的长度应不小于La，详见下图。30
昆山市中医医院中医特色门诊病房大楼工程Ⅰ、基础底板钢筋绑扎1、工艺流程：划钢筋位置线→绑扎基础底板、梁钢筋（先绑扎样板）→墙体、柱子插筋2、操作工艺：（1）划钢筋位置线：从基础梁边5cm起开始布置基础底板钢筋，弹好墨线，并经项目质检员验收合格；（2）绑基础梁钢筋●绑扎顺序：先绑长向梁后绑短向梁；●根据图纸设计和钢筋放样，将箍筋角部的上层主筋架在搭设好的钢筋绑扎架上，套上3-5个箍筋定位，用白色粉笔画好箍筋间距；●套上全部箍筋和上层主筋，按已画好的位置将箍筋与上层主紧绑扎牢固；●穿下层钢筋、腰筋，与箍筋绑扎牢固；●箍筋角部与主筋采用套扣绑扎，其它部位采用八字扣；●长向基础梁箍筋满布，核心部位箍筋间距同该梁箍筋加密间距，短向地梁起步箍筋距长向梁边50mm；●钢筋接头位置：同一截面有接头钢筋面积占钢筋总面积≤50%，相邻两钢筋接头的间距≥35d且≥500mm。●按照图纸设计的间距和规格形式绑扎拉筋，勾在箍筋与腰筋的交叉点上，呈梅花布置。●上下层钢筋间采用Φ16钢筋加工马凳，支撑长度不小于800mm，梅花形设置间距2m；上下层钢筋超过一排时，相邻两排间用与主筋规格一致的短钢筋连接，并绑扎牢固。●绑扎完一个区的梁钢筋，基础底板下铁验收合格后梁钢筋，等梁钢筋验收合格后再绑扎基础底板上铁绑扎完毕，验收合格后，拆掉钢筋绑扎架，同时在底部垫好垫块（40mm厚，50mm×50mm的混凝土垫块）。●地梁侧面主筋保护层厚度40mm，垫块绑扎在箍筋上。（3）基础底板钢筋绑扎：●绑扎顺序：根据设计图纸要求：先铺东西向（短向钢筋），后铺（长向钢筋）。●由项目技术室挑选有代表性的部位做钢筋样板，验收合格后方可大面积绑扎。●下层钢筋绑扎：按照弹好的钢筋网格摆放并绑扎下层钢筋。●下层钢筋由项目质检员检验合格后，摆放钢筋马凳，采用沿短向通长布置马凳;●钢筋马凳支在下层钢筋上，不得直接落在基层上；马凳部位必须有垫块；●1.5m以上承台、筏板采用25垂直支撑和剪刀斜撑，1.0-1.5m以下承台采用22垂直支撑和剪刀斜撑，其余采用16的马镫；●根据图纸设计，在每一个基础梁相交格内的钢筋马凳上纵横两向各绑扎2-3根定位钢筋，在定位钢筋上用粉笔画好上层钢筋间距，起步筋距地梁边50mm。●绑扎上层钢筋。30
昆山市中医医院中医特色门诊病房大楼工程●钢筋绑扎采用八字扣，全部绑扎牢固，不得跳扣绑扎；钢筋接头位置：同一截面有接头钢筋面积占钢筋总面积≤25%；相邻两钢筋接头的间距≥35d，且≥500mm。接头的位置不受限制。●基础底板钢筋保护层厚度40mm，采用50mm×50mm混凝土垫块，垫块间距600mm梅花布置，垫在最下层主筋下。（1）插筋：●由项目测量人员将基层（防水保护层）上的墙、柱、洞口边线等，引到基础地板上层钢筋或基础地梁上层钢筋上，并用红色油漆标识；●根据弹好的线插筋。墙柱插筋深入基础底板下铁以上，●满足锚固长度及图纸要求，墙体钢筋保护层：地下室外墙外侧：50mm；其它墙分布筋：20mm。柱子钢筋保护层：受力钢筋为30mm。●墙体插筋在基础底板（连梁）内绑扎二根固定钢筋（规格同墙体水平钢筋），一根在基础底板（连梁）下层钢筋上100mm，一根在基础底板（连梁钢筋）上下层钢筋中部；在基础底板（连梁）上绑扎两道梯子筋，第一道在基础底板(连梁)顶面以上50mm，第二道距第一道500mm。保证墙体插筋稳固、防止基础底板（连梁）砼浇注过程中墙、柱插筋移位。●柱子插筋：在基础底板（连梁）内绑扎间距不小于500mm的定位箍筋，基础底板（连梁）上部做定位卡。*底板面筋应有一半钢筋斜折放置在支承基础梁主筋的下面，伸入梁内不小于15d；承台底部钢筋的一半伸入底板内，锚固长度40d。Ⅱ、柱子（包括暗柱）钢筋绑扎：1、工艺流程：2、操作工艺：(1)套柱箍筋：按图纸要求间距，计算好每根柱箍筋数量，先将箍筋套在下层伸出的搭接筋上，然后立柱子钢筋，在搭接长度内，绑扣不少于3个，绑扣要向柱中心。如果柱子主筋采用光圆钢筋搭接时，角部弯钩应与模扳成45°，中间钢筋的弯钩应与模板成90°角。(3)搭接绑扎竖向受力筋：柱子主筋立起后，主筋钢筋直径≥22mm时，采用直螺纹套筒连接；钢筋直径≤20mm时，采用搭接。任一柱子截面的接头数量≤50%，接头位置、错开间距见下图，采用搭接接头时，在搭接长度范围内，绑扣≥3个，绑扣朝柱内。30
昆山市中医医院中医特色门诊病房大楼工程说明：1、Hn为所在楼层的柱净高；hc为柱截面长边尺寸（圆柱为截面直径）。2、柱相邻纵向钢筋连接接头互相错开，在同一截面内钢筋接头面积百分率不应大于50％。3、机械连接接头的类型及质量应符合国家现行有关标准的规定。4、绑扎搭接时，当某层连接区的高度小于纵筋分两批搭接所需要的高度时，应改用机械连接。（4）同一规格、形式的柱子，先绑扎样板柱，检验合格后，方可大面积施工；(5)箍筋绑扎：1)画箍筋间距线：在立好的柱子竖向钢筋上，按图纸要求用粉笔划箍筋间距线。 2)按已划好的箍筋位置线，将已套好的箍筋往上移动，由上往下绑扎，宜采用缠扣绑扎，如图11.6，1-1。 3)箍筋与主筋要垂直，箍筋转角处与主筋交点均要绑扎，主筋与箍筋非转角部分的相交点成梅花交错绑扎。4)箍筋的弯钩叠合处应沿柱子竖筋交错布置，并绑扎牢固。30
昆山市中医医院中医特色门诊病房大楼工程5)有抗震要求的地区，柱箍筋端头应弯成135°，平直部分长度不小于10d(d为箍筋直径)，见图11.6.1-3。如箍筋采用90°搭接，搭接处应焊接，焊缝长度单面焊缝不小于10d。6)柱基、柱顶、梁柱交接处箍筋间距应按设计要求加密。柱上下两端箍筋应加密，加密区长度及加密区内箍筋间距应符合设计图纸要求。如下图所示：7)柱筋保护层厚度应符合设计要求，主筋外皮为30mm，用塑料卡卡在外竖筋上，间距≤800mm，以保证主筋保护层厚度准确。采用塑料垫块，且不少于两列，矩形布置。 8)起步箍筋距结构楼面50mm。Ⅲ、剪力墙钢筋绑扎：1、作业条件：(1) 立2～4根主筋：将竖向筋与下层伸出的搭接筋绑扎，在主筋上画好水平30
昆山市中医医院中医特色门诊病房大楼工程筋分档标志，在下部及齐胸处绑两根水平筋定位，并在水平筋上画好主筋分档标志，接着绑其余竖向筋，最后再绑其余水平筋。外墙的水平筋在内，竖向筋在外部。内墙的水平筋、竖向筋位置不受限制。（2）检查钢筋的出厂合格证。按力学性能进行复试，当加工过程中发生脆断等特殊情况，还需作化学成分检验；钢筋无老锈及油污。（3）钢筋外表面如有铁锈时，在绑扎前清除干净，锈蚀严重侵蚀端面的钢筋不得使用。（4）绑扎钢筋地点清理干净，作好钢筋摆放处的准备工作，搭架子或垫方木。（5）弹好墙身、洞口位置线，并将预留钢筋处的松散混凝土剔凿干净。2、工艺流程：清理、调整预留筋→绑暗柱→绑门窗洞口连梁钢筋→绑扎墙体竖向“梯子筋”→绑墙体竖筋→绑墙体水平筋→绑拉筋和洞口加筋。3、操作工艺：（1）钢筋绑扎：●弹墙身及门窗洞口位置线，将墙身处预留钢筋调直，并将表面砂浆等杂物清理干净，保护层过大或过小及出线墙筋按1：6的坡度调整到位。绑扎时以靠暗柱边第一根竖筋50mm作为起步筋开始依次向中间绑扎。●暗柱钢筋绑扎：先连接暗柱主筋，验收合格后方可进行暗柱钢筋绑扎。在柱子竖筋上，按图纸要求间距画好线，标明箍筋间距。套箍筋时，要注意箍筋开口方向错开。绑扎时暗柱主筋要与箍筋角部绑扎到位，中间主筋要紧。暗柱绑完后，要进行定位调整，使其方正垂直，标高到位。暗柱竖向钢筋构造同一级抗震等级框架柱纵向钢筋构造。●门窗洞口连梁绑扎：暗柱钢筋绑扎完后，在其上标明连梁的上下皮主筋标高（均要考虑保护层）。绑扎前要把连梁箍筋套入，最外侧箍筋在暗柱内距暗柱边50mm处绑扎。顶层连梁箍筋沿连梁全长绑扎。连梁绑扎时要在主筋下部架立Φ48钢管架子临时固定，待墙筋绑扎完方可拆除。连梁绑扎时要校正连梁两边暗柱的垂直度，只有暗柱垂直度符合要求之后才能保证墙筋的垂直度、平整度。暗柱进行固定时，在暗柱上端两个方向用废钢筋与操作架子连接固定。●绑墙体竖筋：先立2—4根竖筋，并划好横筋分档标志。保证起步筋距暗柱边50mm,位置准确。在下部及1.5米高处绑两根横筋固定，然后按照每1.5m加入竖向筋梯子以确定两层钢筋网片间的距离。墙体梯子筋直径比受力主筋大一级的钢筋，梯凳每隔1米设一道顶模撑，顶模撑用切割机切平无毛边，长度小于结构断面2mm，两端刷防锈漆。梯子筋固定之后绑扎其余竖筋。竖筋必须均匀分布，且相邻搭接位置错开，搭接长度要满足47d，钢筋搭接接头的中心和两端至少绑扎3个扣。剪力墙竖向钢筋构造如下图：30
昆山市中医医院中医特色门诊病房大楼工程●横筋绑扎：横向水平钢筋搭接头间要错开500mm，且搭接长度不得小于规范要长度。钢筋沿高度每隔一根错开搭接。搭接一般要在墙体靠近端部搭接，搭接长度和绑扎要求同竖筋绑扎。在转角和门窗洞口边，均要绑扎到位、牢固。绑扎暗柱上要划等分线，水平筋绑扎完必须拉线调整。剪力墙的水平筋在“丁”字节点及转角节点的绑扎和锚固要≥lAe(lA)。水平起步筋距楼面距不大于50mm。剪力墙竖向、水平与到洞口时，可在洞边截断，并另加U形筋，剪力墙上非连续小洞口补强钢筋不能少于被断钢筋面积的一半，且不少于2Ф12。剪力墙横向水平筋的构造如下图：30
昆山市中医医院中医特色门诊病房大楼工程●墙体保护层用硬塑料卡子间距为600×600mm呈梅花形布置。钢筋上口采用双“F”卡进行定位，双“F”卡固定在水平筋上，间距400mm；●钢筋直径≤16mm采用搭接，搭接长度符合图纸和规范要求，搭接接头错开50%，竖向钢筋搭接处不少于三根水平筋；钢筋直径≥16mm时，采用直螺纹连接，任一截面的接头数量≤50%，接头位置、错开间距见下图。Ⅳ、顶板框架梁钢筋绑扎1、工艺流程：30
昆山市中医医院中医特色门诊病房大楼工程2、操作工艺：(1)在梁侧模板上画出箍筋间距，摆放箍筋。(2)先穿主梁的下部纵向受力钢筋及弯起钢筋，将箍筋按已画好的间距逐个分开；穿次梁的下部纵向受力钢筋及弯起钢筋，并套好箍筋；放主次梁的架立筋；隔一定间距将架立筋与箍筋绑扎牢固；调整箍筋间距使间距符合设计要求，绑架立筋，再绑主筋，主次梁同时配合进行。(3)框架梁上部纵向钢筋应贯穿中间节点，梁下部纵向钢筋伸入中间节点锚固长度及伸过中心线的长度要。符合设计要求。框架梁纵向钢筋在端节点内的锚固长度也要符合设计要求。(4)绑梁上部纵向筋的箍筋，宜用套扣法绑扎，如图11.6.3。 (5)箍筋在叠合处的弯钩，在梁中应交错绑扎，箍筋弯钩为135°，平直部分长度为10d，如做成封闭箍时，单面焊缝长度为5d。(6)梁端第一个箍筋应设置在距离柱节点边缘50mm处。梁端与柱交接处箍筋应加密，其间距与加密区长度均要符合设计要求。 (7)在主、次梁受力筋下均应垫混凝土垫块(或塑料卡、砂浆垫块)，保证保护层的厚度。受力钢筋为双排时，可用短钢筋垫在两层钢筋之间，钢筋排距应符合设计要求。(8)梁筋的搭接：梁的受力钢筋直径等于或大于16mm时，宜采用机械连接；小于16mm时，可采用绑扎接头，搭接长度要符合规范的规定。搭接长度未端与钢筋弯折处的距离，不得小于钢筋直径的10倍。接头不宜位于构件最大弯矩处，受拉区域内HPB235级钢筋绑扎接头的未端应做弯钩(HRB33530
昆山市中医医院中医特色门诊病房大楼工程级钢筋可不做弯钩)，搭接处应在中心和两端扎牢。接头位置应相互错开，当采用绑扎搭接接头时，在规定搭接长度的任一区域内有接头的受力钢筋截面面积占受力钢筋总截面面积百分率，受拉区不大于50%。（1）梁的附加筋做法如下图： Ⅴ、板钢筋绑扎：1、工艺流程：清理模板→模板上画线→绑板下层钢筋→架马凳→绑上层钢筋→加垫块、调整马凳和钢筋→清理干净。2、操作工艺：（1）现浇钢筋混凝土楼板的下部钢筋在板跨三等分两端等分部分搭接，在支座处伸至梁或墙中心线，且在支座处锚固长度≥5d；楼板的上部钢筋在板跨三等分中间部分及支座处搭接，在支座处锚固长度满足要求；（2）清理模板后，用墨斗在模板上弹好主筋和分布筋间距线，要求满弹，绑扎时由一侧墙体开始，从距墙边50mm处开始依次摆放并绑扎。（3）按弹好的间距线，先绑扎下层钢筋，然后由水电专业人员进行预埋件、电线管、预留孔等配套施工。（4）上层钢筋绑扎方法同下层钢筋，但必须控制好上层钢筋标高，钢筋面要平整，顺直，搭接位置，摆放位置必须准确。（5）钢筋绑扎时，钢筋相交点必须全部绑扎，采用八字扣绑扎，必须保证钢筋不位移。钢筋搭接范围内，除交叉点外，应另加三道丝扣进行绑扎；（6）板上下部钢筋之间要放置马凳，以保证上下层钢筋的间距。马登高度=板厚-30-板上层钢筋直径之和-板下层钢筋直径之和，板筋下层下皮钢筋放15mm高硬塑料垫块，作为钢筋保护层。保护层按800×800mm30
昆山市中医医院中医特色门诊病房大楼工程间距梅花形布置。（7）板上预留洞口的四周加强筋不得遗漏，当板中孔洞直径或最长边≤250时，不另加钢筋，板内钢筋从洞边绕过，不得截断，当板中孔洞直径或最长边＞250时，在洞口边缘放置附加钢筋，每边附加钢筋面积不小于同方向被截断钢筋面积的一半。钢筋加强筋是位于板下层钢筋位置。（8）顶板梁绑扎时，受力钢筋要求顺直，箍筋弯钩角度一致（135度），弯钩直段长度为10d，d为钢筋直径，直线段长度一致；箍筋平面垂直于主筋，间距均匀；主梁与次梁高度相同时，次梁上铁置于主梁上部钢筋之下，次梁下部钢筋置于主梁下铁之上。Ⅵ、楼梯钢筋绑扎1、工艺流程：绑楼梯梁钢筋→划位置线→绑主筋→绑分布筋→绑踏步筋2、操作工艺：（1）绑扎楼梯梁钢筋：绑扎方法同本方案中“梁钢筋绑扎”；（2）在楼梯段和休息平台底板上，根据图纸设计间距画好板受力主筋和分布筋的位置线；（3）依据设计图纸中主筋、分布筋的方向，先绑扎主筋后绑扎分布筋，每个交点均应绑扎。板筋要锚固到墙（梁）内≥200mm且过中线；（4）板筋绑完，待踏步模板支好后，再绑扎踏步钢筋。钢筋的接头位置、数量等同“顶板钢筋绑扎”。Ⅶ其它预留钢筋绑扎1、根据设计图纸，施工过程中需要预留钢筋，预留钢筋必须满足锚固长度要求；2、在施工预留钢筋部分时，必须将钢筋调直、理顺，将表面锈渍除净；3、钢筋与混凝土连接处，必须进行凿毛处理，保证此处混凝土连接密实。Ⅷ后浇带钢筋绑扎：见钢筋混凝土地下结构工程说明5.6、成品保护：1、钢筋丝头的成品保护：（1）钢筋丝扣套好、检验合格后，及时套上钢筋保护套和套筒，防止丝头在搬运和施工过程中损坏、锈蚀；（2）加工成型的丝头和套好的套筒，在现场堆放过程中，用塑料布覆盖，防止雨淋受潮生锈、污染。2、墙体、柱子钢筋绑扎后，严禁攀登、踩踏，高处作业搭设脚手架或使用梯子；3、墙体在合模板时，应小心操作，不得压弯钢筋；4、布料机下要垫有方木，不得直接放置在钢筋上；5、梁板钢筋帮扎后，铺设脚手板（板钢筋铺在有马凳的部位），严禁随意在钢筋上行走；6、专业预留、预埋需要断钢筋的，由专业技术人员给出位置、大小，土建技术主管审核后，由土建钢筋绑扎人员进行断筋、加固；7、不得在施工现场涂刷脱模剂，防止污染钢筋。8、浇注砼前，墙、柱插筋上逐根套上50cm长的PVC套管，防止钢筋污染。9、砼浇注过程中专人看筋，随时发现问题并及时调整。30
昆山市中医医院中医特色门诊病房大楼工程5.7、质量标准5.7.1一般规定（1）当钢筋的品种、级别或规格需作变更时，应办理设计变更文件。（2）在浇筑混凝土之前，应进行钢筋隐蔽工程验收，其内容包括：（3）纵向受力钢筋的品种、规格、数量、位置等；（4）钢筋的连接方式、.接头位置、接头数量、接头面积百分率等；（5）箍筋、横向钢筋的品种、规格、数量、间距等；（6）预埋件的规格、数量、位置等。5.7.2原材料1、主控项目（1）钢筋进场时.应按现行国家标准《钢筋混凝土热轧带肋钢筋》GB1499等的规定抽取试样作力学性能检验，其质量必须符合有关标准的规定。检查数量：按进场的批次和产品的抽样检验方案确定。检验方法：检查产品合格证、出厂检验报告和进场复验报告。（2）对有抗震设防要求的框架结构，其纵向受力钢筋的强度应满足设计要求：●钢筋的抗拉强度实测值与屈服强度实测值的比值不应小于1.25；●钢筋的屈服强度实测值与强度标准值的比值不应大于1.3。检查数量：按进场的批次和产品的抽样检验方案确定。检验方法：检查进场复验报告。●钢筋强度标准值保证率应不小于95%。2、一般项目（1）钢筋应平直、无损伤，表面不得有裂纹、油污、颗粒状或片状老锈。检查数量：进场时和使用前全数检查。检验方法：观察法。5.7.3钢筋加工1、主控项目（1）受力钢筋的弯钩和弯折应符合下列规定：●HPB235级钢筋末端应作180°弯钩，其弯弧内直径不应小于钢筋直径的2.5倍，弯钩的弯后平直部分长度不应小于钢筋直径的3倍；●当设计要求钢筋末端需作135°弯钩时，HRB335级、HRB400级钢筋的弯弧内直径不应小于钢筋直径的4倍，弯钩的弯后平直部分长度应符合设计要求；●钢筋作不大于90ｏ的弯折时，弯折处的弯弧内直径不应小于钢筋直径的5倍。检查数量：按每工作班同一类型钢筋、同一加工设备抽查不应少于3件。检验方法：钢尺检查。（2）除焊接封闭环式箍筋外，箍筋的末端应作弯钩，弯钩形式应符合设计要求；当设计无具体要求时，应符合下列规定：●箍筋弯钩的弯弧内直径除应满足规范外，尚应不小于受力钢筋直径；●箍筋弯钩的弯折角度：对一般结构，不应小于９0ｏ式应符合设计要求；当设计无具体要求时，应符合下列规定：①箍筋弯钩的弯弧内直径除应满足规范规定外，尚应不小于受力钢筋直径；30
昆山市中医医院中医特色门诊病房大楼工程②箍筋弯钩的弯折角度：对一般结构，不应小于90ｏ；对有抗震等要求的结构，应为135ｏ；③箍筋弯后平直部分长度：对一般结构，不宜小于箍筋直径的5倍；对有抗震等要求的结构，不应小于箍筋直径的10倍。检查数量：按每工作班同一类型钢筋、同一加工设备抽查不应少于3件。检验方法：钢尺检查。④一般项目中钢筋调直宜采用机械方法，也可采用冷拉方法。当采用冷拉方法调直钢筋时，HPB235级钢筋的冷拉率不宜大于4%，HRB335级、HRB400级和RRB400级钢筋的冷拉率不宜大于1%。检查数量：按每工作班同一类型钢筋、同一加工设备抽查不应少于3件。检验方法：观察，钢尺检查。（3）钢筋加工的形状、尺寸应符合设计要求，其偏差应符合表4.3.4的规定。检查数量：按每工作班同一类型钢筋、同一加工设备抽查不应少于3件。检验方法：钢尺检查。表4.3.4钢筋加工的允许偏差项目允许偏差（mm）受力钢筋顺长度方向全长的净尺寸±10弯起钢筋的弯起位置±20箍筋内净尺寸±55.7.4钢筋连接1、主控项目（1）纵向受力钢筋的连接方式应符合设计要求。检查数量：全数检查。检验方法：观察。（2）在施工现场，应按国家现行标准《钢筋机械连接通用技术规程》JGJ107、《钢筋焊接及验收规程》JGJ18的规定抽取钢筋机械连接接头、焊接接头试件作力学性能检验，其质量应符合有关规程的规定。检查数量；按有关规程确定。检验方法：检查产品合格证、接头力学性能试验报告。2、一般项目（1）钢筋接头宜设置在受力较小处。同一纵向受力钢筋不宜设置两个或两个以上接头。接头末端至钢筋弯起点的距离不应小于钢筋直径的10倍。检查数量：全数检查。检验方法：观察，钢尺检查。（2）在施工现场，应按国家现行标准《钢筋机械连接通用技术规程》JGJ107的规定对钢筋机械连接接头的外观进行检查，其质量应符合有关规程的规定。检查数量。全数检查。检验方法：观察。30
昆山市中医医院中医特色门诊病房大楼工程（3）当受力钢筋采用机械连接接头或焊接接头时，设置在同一构件内的接头宜相互错开。纵向受力钢筋机械连接接头及焊接接头连接区段的长度为35倍d(d为纵向受力钢筋的较大直径)且不小于500mm，凡接头中点位于该连接区段长度内的接头均属于同一连接区段。同一连接区段内，纵向受力钢筋机械连接及焊接的接头面积百分率为该区段内有接头的纵向受力钢筋截面面积与全部纵向受力钢筋截面面积的比值。同一连接区段内，纵向受力钢筋的接头面积百分率应符合设计要求；当设计无具体要求时，应符合下列规定：●在受拉区不宜大于50%；●接头不宜设置在有抗震设防要求的框架梁端、柱端的箍筋加密区；当无法避开时，对等强度高质量机械连接接头，不应大于50%；●直接承受动力荷载的结构构件中，不宜采用焊接接头；当采用机械连接接头时，不应大于50%。检查数量：在同一检验批内，对梁、柱和独立基础，应抽查构件数量的10%，且不少于3件；对墙和板，应按有代表性的自然间抽查10%，且不少于3间；对大空间结构，墙可按相邻轴线间高度5m左右划分检查面，板可按纵横轴线划分检查面，抽查10%，且均不少于3面。检验方法：观察，钢尺检查。（4）同一构件中相邻纵向受力钢筋的扎接接接头宜相互错开。绑扎搭接接头中钢筋的横向净距不应小于钢筋直径，且不应小于25mm。钢筋绑扎搭接接头连接区段的长度为1.3LL(LL为搭接长度)。凡搭接接头中点位于该连接区段长度内的搭接接头均属于同一连接区段。同一连接区段内，纵向钢筋搭接接头面积百分率为该区段内有搭接接头的纵向受力钢筋截面面积与全部纵向受力钢筋截面面积的比值。同一连接区段内，纵向受拉钢筋搭接接头面积百分率应符合设计要求；当设计无具体要求时，应符合下列规定：●对梁类、板类及墙类构件，不宜大于25%；●对柱类构件，不宜大于50%；●当工程中确有必要增大接头面积百分率时，对粱类构件，不应大于50%；对其他构件，可根据实际情况放宽。●纵向受力钢筋绑扎搭接接头的最小搭接长度应符合规范的规定。检查数量：在同一检验批内，对梁、柱和独立基础，应抽查构件数量的10%，且不少于3件；对墙和板，应按有代表性的自然间抽查10%，且不少于3间；对大空间结构，墙可按相邻轴线间高度5m左右划分检查面，板可按纵、横轴线划分检查面，抽查10%，且均不少于3面。检验方法：观察，钢尺检查。（5）在梁、柱类构件的纵向受力钢筋搭接长度范围内，应按设计要求配置箍筋。当设计无具体要求时，应符合下列规定：●箍筋直径不应小于搭接钢筋较大直径的0.25倍；●受拉搭接区段的箍筋间距不应大于搭接钢筋较小直径的5倍，且不应大于100mm；●受压搭接区段的箍筋间距不应大于搭接钢筋较小直径的10倍，且不应大于200mm；●当柱中纵向受力钢筋直径大于25mm时，应在搭接接头两个端面外100mm30
昆山市中医医院中医特色门诊病房大楼工程范围内各设置两个箍筋，其间距宜为50mm。检查数量：在同一检验批内，对梁、拄和独立基础，应抽查构件数量的10%，且不少于3件；对墙和板，应按有代表性的自然间抽查10%，且不少于3间；对大空间结构，墙可按相邻轴线间高度5m左右划分检查面。板可按纵横轴线划分检查面，抽查10%，且均不少于3面。检验方法：钢尺检查。5.7.5钢筋安装1、主控项目（1）钢筋安装时受力钢筋的品种、级别、规格和数量必须符合设计要求。检验数量：全数检查。检验方法：观察，钢尺检查。2、一般项目（1）钢筋安装位置的偏差应符合表4.5.2的规定。检查数量:在统一检验批内，对梁、拄和独立基础，应抽查构件数量的10%，且不少于3件；对墙和板，应按有代表性的自然间抽查10%，且不少于3间；对大空间结构，墙可按相邻轴线间高度5m左右划分检查面，板可按纵、横轴线划分检查面，抽查10%，且均不少于3面。表4.5.2钢筋安装位置的允许偏差和检验方法项目允许偏差（mm）检验方法绑扎钢筋网长、宽±10钢尺检查网眼尺寸±20钢尺量连续三档，取最大值帮扎钢筋骨架长±10钢尺检查宽、高±5钢尺检查受力钢筋间距±10钢尺量两端、中间各一点，取最大值排距±5保护层厚度基础±10钢尺检查柱、梁±5钢尺检查板、墙、壳±3钢尺检查帮扎钢筋、横向钢筋间距±20钢尺量连续三档，取最大值钢筋弯起点位置20钢尺检查预埋件中心线位置5钢尺检查水平高差+3，0钢尺和塞尺检查注：1、检查预埋件中心线位置时，应沿纵、横两个方向量测，并取其中的较大值；2、表中梁类、板类构件上部纵向受力钢筋保护层厚度的合格点率应达到90%30
昆山市中医医院中医特色门诊病房大楼工程及以上，且不得有超过表中数值1.5倍的尺寸偏差。第六章质量保证措施6.1、钢筋定位、截面尺寸控制：1、墙体钢筋：采用梯子筋（包括水平和竖向），梯子筋比墙体钢筋大一个强度等级，代替墙体钢筋；详见“墙体钢筋绑扎”部分；2、柱子钢筋：采用钢筋定位框，根据柱子截面尺寸、保护层厚度、竖向钢筋的间距、数量、直径，用现场短钢筋加工定位框，在绑扎柱子箍筋前卡住每一根柱子钢筋，绑扎牢固，防止偏位；3、梁钢筋：采用钢筋定位撑，做法同柱子定位框，卡住梁的每根受力主筋；4、板钢筋：采用钢筋马凳。5、梯子筋、定位框、马凳使用前进行预检，保证尺寸的精确度。6、在浇筑墙柱砼时，在模板上口部位做与钢筋保护层同厚的20mm宽木条与钢筋绑扎牢固，防止砼浇注过程中墙柱插筋移位。6.2、钢筋间距控制：1、板筋、箍筋间距：采用粉笔画线控制；2、钢筋平直度：（1）柱子四角、墙体阳角、门窗洞口部位在钢筋绑扎过程中挂线坠控制垂直度；（2）其它板、梁、柱钢筋采用拉通线的方法控制。6.3、其它措施：1、为防止绑扎丝顶模板出现锈蚀点，采用钢筋“反绑”方法，丝扣朝内；2、钢筋后台加工、现场绑扎实行“样板先行”制；3、建立“会诊制度”，每一次钢筋绑扎进行现场会诊，发现问题，进行总结、制定改进措施，并奖罚兑现；严禁同样的问题重复出现；6.4、钢筋绑扎保证条件：1、墙柱钢筋绑扎：（1）没有书面交底不绑扎；（2）细部节点做法不明确不绑扎；（3）没有弹线不绑扎；（4）钢筋没有校正到位不绑扎；（5）钢筋没有清理干净不绑扎；（6）梯子筋（定位卡）没有安装到位、不规范不绑扎；（7）接头位置不符合要求不绑扎；（8）主筋接头未检查不绑扎；（9）未经核对下料钢筋不绑扎；（10）墙筋接头位置不在同一标高不绑扎。2、梁板钢筋绑扎：（1）没有书面交底不绑扎；（2）下料钢筋没有检查不绑扎；30
昆山市中医医院中医特色门诊病房大楼工程（1）梁底标高没有检查不绑扎；（2）顶板模板没有检查不绑扎；（3）梁内没有清理干净不绑扎；（4）板面没有弹线不绑扎；（5）水电预留位置没有标明不绑扎；（6）接头位置没有弹线不绑扎；（7）梁钢筋接头没有检查不绑扎；（8）马凳、马道没有准备好不绑扎。第七章安全文明施工7.1安全注意事项：1、钢筋切断、加工、套丝等所有施工机械，专机专人，特殊工种持证上岗，严格按机械使用要求操作，严禁非本机操作员的任何人使用。2、施工高度超过2m的戴安全带。3、高处作业，须按规范搭设脚手架，严禁攀登墙体钢筋，防止出现摔伤事故。4、钢筋吊运，专人指挥，防止出现砸伤事故。5、钢筋搬运，轻拿轻放，严格按照技术交底的要求摆放，严禁在马道、脚手架上堆放钢筋，阻碍交通；7.2环保注意事项：1、钢筋堆放场地硬化，分规格排列堆放并加标识。专人清扫。1、钢筋加工搭设简易操作棚；2、钢筋加工机械设接油盘、分类垃圾箱，每天下班前按要求进行回收。3、钢筋表面油渍、漆污、浮皮、铁锈等应及时清扫，并堆放在指定位置。4、钢筋加工时应轻拿轻放，严禁随意乱扔乱放，加工所产生的短钢筋分规格及长度分别码放，以便允分利用。5、钢筋截断及切割所产生的碎硝及时清理，切割机前加设挡板，并派专人负责，防止产生火星引起火灾。6、钢筋、绑扎丝、垫块等所有材料按指定地点堆放，严禁随意放置、乱仍乱丢。9、钢筋绑扎、调整严格按施工工艺要求施工，减少噪音。内部资料，请勿外传！30
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